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WS-19-1675Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-07-19-1675 Permit Type: Windows/Shutters PWork Classification: Door Replacement Permit Status: Approved Issue Date: 08/23/2019 I Expiration: 02/19/2020 Parcel Number 9400 N BAYSHORE DR, Miami Shores, FL 33138 1132050100110 Contacts AMINE DOUKKALI MARIELA B ROVITO Owner AMINE DOUKKALI MARIELA B ROVITO Applicant JTRS JTRS 801 N VENETIAN DR 907, MIAMI BEACH, FL 33139 801 N VENETIAN DR 907, MIAMI BEACH, FL 33139 Other:3059926776 Other:3059926776 SLUYTER CONSTRUCTION Contractor GREG ALLEN SLUYTER 237 NE 102 ST, MIAMI SHORES, FL 33138 Business: 9703799730 Description: FRONT DOOR NOA 09-02-20016 According to the appraiser dated November 20, 2015 provided by Mr. William K. Griffith, SRA. Cert. Res RD1480 of Appraisalfirst Real Estate Appraisers, LLC. the depriciated building cost of the building on this property is $1,302,872. The total cost of the project under this permit, including all sub permits will be $508,323.00. According to the information provided this project does not constitutes a substantial improvement. Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.80 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $132.95 Building Department Copy Valuation: $ 8,044.00 Inspection Requests: 305-762-4949 Total Sq Feet: 5,600.00 Payments Date Paid Amt Paid Total Fees $132.95 Credit Card 08/23/2019 $132.95 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurst and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authoAze the�"Hame&Ptractor to do the work stated. Authorized Signature: Owner Date August 23, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION �UILDING ❑ ELECTRIC Miami Shores Village REcj_-nVZD Building Department JUL 28 �01 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-897213Y. INSPECTION LINE PHONE NUMBER: (305) 762-4949 //FBC 20 Master Permit No. !)- , l - l Sub Permit No.w< ^ Oi— 11 —16 ❑ ROOFING ERKEVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I V c),D Vj City: Miami Shores County: Miami Dade Zip: 351-)b Folio/Parcel#: 3 2IDS 01 Q o (M Is the Building Historically Designated: Yes NO Occupancy Type: �� oad: Construction Type: Flood Zone: BFE: FIFE: c OWNER: Name (Fee Simple Titleholder): /wf" /D) C) k J4L r Phone#: -2 t)Sr E? U % B Ol U Address: oZ> Ju S W n City: / l ('c�l- Wer State: C_ Zip: Tenant/Lessee Name: Email: Ant= - 5� u- (J /' STe? dc' ��-7 CONTRACTOR:Company Name: t Phone#: q7 0 :)jI Address: , �' `� — i,� / _ 13 i Al � / v 2- S City Qualifier Name: Phone#: 30 -q- 66 G 7! 73 State Certification or Registration : DESIGNER: Architect/Engineer: J`/c�/ Address: D Value of Work for this Pe Sit S ificate of Competency #: Phone#:.3o 6GG —��%� City:/ �i .741'Lr State: Z�L Zip: -3 P (1 S are/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ► , Repair/Replace ❑ Demolition Description of Work: Fe-0 -,It `f 0 0 0 /L //y, D A Specify coloi of color thru tile: i Submittal Fee $ i' Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C] OWNER or AGENT The foregoing instrument was acknowledged before me this da of 2kJo if AAA 20 �J by who ' personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Signature C TRACTOR The foregoing instrument was acknowledged before me this day of k A rtA 20 __.►y) , by wh is personally known to me or w o as produ d as identification and who did take an oath. NOTARY PUBLIC: r Sign: Sign Print: 7 Print: C M N, IM.y :•.� '� CLARISSA A. ROORIGUE2 Seal: '+!i' ""fi Seal: MY COMMISSION # GG 04137fi�P'•~:%,� CLARISSA A. RODRIGUEZ r, Z EXPIRES: December 30.2020 .: :,: MY COMMISSION # GG 041376 �•E o:., sMded Thro Notary Pubic Underwrilas /'poi ! XPIRES: December 30, 2020 E o. r .. BYXIed Thru Note Pubic U ********************************* ************************** * ************* t APPROVED BY l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SALES ORDER DATE: APRIL 19, 2019 Quality Door Design, Corp. 9838 SW 4Vh Street Miami, FL 33165 Phone 13OS-229-02291 Fax(305-229-73731 qualitydoordesign@outlook.com Mariela Doukkali 305-799-4354 9400 Norht Bay Shore Drive Miami Shores, FL 33138 Madela@ebedey �UALiT�� QDD & '. - &,s S\�ytt� C�sr�w;v���n.atil.cu�, 9�o-SSG-4�$o it•10 _74 x ele.S SALESPERSON JOB PAYMENTTERMS DUE DATE ALEX Entry Door UNIT PRICE LINE TOTAL 72"X80"xl-3/4 Impact Solid Mahogany Doors Model: EWD - #P202 —Two Panel — Raised One Side 1 Prehung: Solid Mahogany Frames, Moldings, Casings, SS Ball' $5,100.00 Bearing Hinges (US1S), Aluminum Threshold, Weather Stri pin T-Astra al L/N Q S Double Door Impact Installation 1 (Travel, Debris Removal, Standard Finishes, Interior Door $750.00 Casing) 1 Double Door Paint/Finish $7 50.00 Paint/Finish: Ext & Interior —TBD Hardware: 1 Baldwin —Active and Dummy $500.00 SantaCruz/ Interior Square Lever Finish: Venetian Bronze 1 Rush — Air Priority $500.00 Permit Fee Not Included Subtotal: $7,600.00 Lead Time: 8-10 Weeks PAYMENT TERMS MATERIALS SALES 7%-$444.50 50% Material Deposit: $5,600.00 TAX 50%Completion Balance: $2,444.50 QDD NOT RESPONSIBLE FOR ALARMS/FLOORING/PAINT GRAND TOTAL $8,044.50 V � SALES ORDER prepared by: Alex Hernandez To accept this SALES ORDER, sign here and return: DATE • • jUnek you for • • " o + ycilR businessl • • ♦ s s • • o • contents are owned by Exclusive Wood Doors, inc and are protected under the US. Copyright Act and other intellectual property laws. All trademarks, service marks, logos, and the like (whether registered or unregistered) are owned or controlled by Exclusive Wood Doors, inc or others. Unauthorized use or duplImion of Exclusive Wood Doors Intellectual property Is prohibited. Exclusive Wood Doors reserves the right to change product spec fications without notice. `; EXCLUSIVE EWWOOD DOORS D� C soda in"Ir" In E—Y OP-1114d 2000 NW 95th Avenue Miami, FL 33172 Ph. 305.477.2278 Toll Free 888.994.9902 Fax 305.477.7140 0 ''TT 36' =j a� 34116 �72211 � y •• , •• •Yfafa D&scriptioA: • • • $tjWnp:pu &%;d P;::*Roiftd Applied Moulding: profiled Exterior Side Only! Oloss:N/A Mstomer:'Quality DW:08sign REF./Location: Quote#31479 Your PO No.: MarielbDbUgali reated on: 4/24/19 b. n a • • • Ajproval sign here )'• Drawn by. Nicholas Nisenbaum M IAM I•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy Exclusive Wood Doors, Inc. 1950 N. W. 70th Ave. Miami, Florida 33126 Am• • • • SCOPE: • • This NOA is being issued under the applicable rule a gove g the use oi:�gti�t�uction materials. The". • documentation submitted has been reviewed and acce d b is -Dad ounty RER-4r0jvt Control Section• to bey used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AfjT , :"' •; This NOA shall not be valid after the expiration date stated below. The Miami -Dade Colin" Proddbt Control 9egicq (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve: the ;fight to% Mathis pirbMitt or material tested for quality assurance purposes. If this product or material fails to perfgm jq Jhe accepjed manner,.Tke manufacturer will incur the expense of such testing and the AHJ may immediately revoke, tnbdify, or suspend tbA1;:% of such product or material within their jurisdiction. RER reserves the right to rgvoke.this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1ilsoto meet the jequir;meMta of the applicable building code. "" This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EWD" Outswing Opaque Wood Doors-L. M. Impact APPROVAL DOCUMENT: Drawing No. EXD 004 R6, titled "Outswing Opaque Wood Door", sheets 1 thru 13 of 13 dated 11/17/10 and last revised on 06/25/14, prepared by CATEGORY 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 1VIISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See double doors Standard Lock options (items #11, 12 & 13) sheets 2, 3 & 4, See multi -point lock option (items #12, 14 & 15) in sheets 3 & 4. See Single door standard Lock option, multi -point lock option and additional 3-point with surface bolts (items #11, 12 & 16) in sheet 5. 2. See raised panel details in sheets 8, 9 & 10. 3. Five cluster anchors at double door astragal required (see elevation sheets 2, 3 & 4). See strike screws note in sheet 12. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Santa Cruz, Bolivia and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0413.11 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED NOA No. 18-0122.16 Expiration Date: August 11, 2021 Approval Date: March 15, 2018 Page 1 Exclusive Wood Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's parts and sections drawings (submitted under files referenced below ) 2. Drawing No. EXD 004 R6, titled "Outswing Opaque Wood Door", sheets 1 thru 1 �•of d 3 dated 11/17/10 and last revised on 06/25/14, prepared by CATEGORY 5 Eng;neefiing Serb2CAs, Inc.' • • •: • .. . signed and sealed by Emma T. Mellinger, P.E. • ...... .. . ...... B. TESTS (submitted under files 15-0413.11 /#13-1224.09 / #10-1220.02) """ • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • .... . ..... 2) Uniform Static Air Pressure Test, Loading per FBC,-'•A&202-94. . ..:..' 3) Water Resistance Test, per FBC, TAS 202-94 .. .. . .. ...... 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202rV4 • ' . . . . ...... 5) Large Missile impact Test per FBC, TAS 201-94 • . ; ... • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94• • • • :"": Along with marked -up drawings and installation diagram of Outswing Opaque Wood �GIUMt, prepared by Certified Testing Laboratories, Test Report No(s). CTLA 2016W, dated 11/15110, signed & sealed by Ramesh Patel, P.E. (These test reports have been revised by an addendum letter dated April 02, 2010, issued by Certified Testing Lab, signed & sealed by Ramesh Patel, P.E. Additionally revised raised panel detail marked -up by Certified Testing lab dated 06/23/11 has been provided) C. CALCULATIONS (submitted under files #13-1224.09) 1. Anchor verification calculations, dated 12/21/13, 05/16/14, 06/06/14 and last revised on 06/12/14, prepared by CATEGORY 5 Engineering Services, Inc., signed & sealed by Emma T. Mellinger, P.E. 2. Glazing complies with ASTME-1300-02, -04 & 09. D. QUALITY ASSURANCE 1. Miami Dade department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (except item #1, all other items submitted under file # 13-1224.09) 1. Statement letters of conformance to FBC 2014 (5t1' Edition) and "No financial interest", both dated 03/30/15, signed & sealed by prepared by CATEGORY 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Statement letter of Successor Engineer adopting as her own the work of another Engineer per FAC chapter 61G15-27.001, dated 03/04/14, signed and sealed by Emma T. Mellinger, RE 3. Addendum letter dated 04/02/10, issued by Certified Testing Lab, signed by Ramesh Patel, P. E. 4. Statement of compliance, issued as part of the above referenced test report issued by Certified Testing Laboratories. 5. Distribution Agreement between Importadora y Exportadora Liguria SRL, Bolivia and Exclusive Wood Doors, USA, dated 04/02/14, signed by Andres Pucci and Fernando Nisenbaum, respectively. Is aq 1. Chanda, P.E. Product Control Examiner NOA No. 18-0122.16 Expiration Date: August 11, 2021 Approval Date: March 15, 2018 E-1 Exclusive Wood Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. This NOA revises NOA # 13-1224.09, expiring 08/11/21. .... 2. Test proposal # 09-1386 dated 11/19/09, approved by BCCO (submitted under files*#i3�1224s89�; • #10-1220.02) • • ' ' 3. The 2-1/2 mid rail photographic evidence from test video and raised pasl;detail marked -up , • • • •; drawings dated 06/23/11, issued by Certified Testing. (submitted under MeaV13-1;224JWNI �"": 1220.02). 9,Ve V. . •..... •• we • • •••••• • 2. New Evidence submitted; • •; •; . • A. DRAWINGS •..... 1. Drawing No. EXD 004 R6, titled "Outswing Opaque Wood Door", sheets 1 thru fj pXf 3 dated ' 11/17/10 and last revised on 06/25/14, prepared by CATEGORY 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. B. TESTS 1. None. C. CALCULATIONS (submitted under files #13-1224.09) 1. None. D. QUALITY ASSURANCE 1. Miami Dade department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letters of conformance to FBC 2017 (6th Edition) and "No financial interest", both dated 01/02/18, signed & sealed by prepared by CATEGORY 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Distribution Agreement between Importadora y Exportadora Liguria SRL, Bolivia and Exclusive Wood Doors, USA, dated 04/02/14, signed by Andres Pucci and Fernando Nisenbaum, respectively. G. OTHER 1. This NOA revises NOA # 15-0413.11, expiring 08/11/21. shaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0122.16 Expiration Date: August 11, 2021 Approval Date: March 15, 2018 E-2 GENERAL NOTES: The Product Shown Herein is Designed and Manufactured to Comply with the Florida Building Code (FBC) , including the High Velocity Hurricane Zone (HVHC) and has been Tested and Evaluated in Accordance with the Following Standards • TAS 201-94 • TAS 202-94 • TAS 203-94 2. Adequacy of the Existing Structural Concrete, Masonry, 2" x PT Wood, or Metal Stud Framing as a Main Wind Force Resisting System Capable of Withstanding and Transferring Applied Product Loads to the Foundation is the Responsibility of the Engineer or Architect of Record for the Project of Installation. INSTALLATION NOTES: 1. One (1) installation Anchor is Required at Each Anchor Location Shown, Unless Otherwise Stated. 2. The Anchor Spacing Depicted is the Maximum Spacing Permitted for Product Installation. 3. Anchors Shall be Installed as Shown in the Appropriate Anchor Layout Drawing (Sheets 2, 3, 4, and 5). Anchors Shall be Located Either Beneath the Weatherstrip in the Thinner Part of the Jamb, or Through the Thicker Part of the Jamb. Anchors Shall be Spaced a Minimum of 3" on Center. 4. For Installation into 2" x PT Wood Buck use # 14 Hilti Kwik-Flex Self -Drilling Screws of Sufficient Length to Achieve %" Minimum Embedment into Wood Substrate, and 4" Minimum Edge Distance in Wood. 3. 1 " x and 2"x PT Wood Bucks (when used) Shall be Designed and Anchored to Properly Transfer all 5. Loads to the Supporting Structure. Buck Design and Installation is the Responsibility of the Engineer or Architect of Record for the Project of Installation. 4. The Installation Details Described Herein are Generic and May Not Reflect Actual Conditions for a Specific Site. If Site Conditions Cause Installation to Deviate From the Requirements Detailed Herein, a Licensed Engineer or Architect Shall Prepare Site Specific Documents for Use with this Document in Non-HVHZ Areas Only. All Such Documents Shall be Reviewed by the Authority Having Jurisdiction. 5. Deviation from This NOA within the HVHZ Requires One -Time Approval from Miami -Dade County. 6. An Approved Impact Protective System is Not Required to Protect this Product in Areas Requiring Impact Resistance. For Installation Through Properly Secured 1"x PT Wood Buck to Concrete or Masonry, or Directly into Concrete or Masonry, use Ya" Diameter ELCO ULtroCon of Sufficient Length to Achieve 14" Minimum Embedment, and 2Y2' Minimum Edge Distance in Substrate. 6. For Installation Through 16 ga Steel Stud or Y8' Minimum Thickness Aluminum Mullion use #14 Hill! Kwik-Flex SE'lf . Drilling Screws of Sufficient Length to Achieve Minimum Penetration of 3 Threads Beyond Metal Structure, andYi' Minimum Edge Distance in Me al. 7. Minimum Embedment and Edge Distance Exclude Wall Finishes, such as Stucco, Foam, Brick Veneer, and Siding, etc. 8. Installation Anchors and Associated Hardware Must be Made of Corrosion Resistant Material or Have a Corrosion Resistant Coating. 9. For Grout Filled Block, Do Not Install Installation Anchors 7. Allowable Materials for Door Frame and Panels: into Mortar Joints. Edge Distance is Measured From Free Brazilian Mahogany fcedreringo cotenoerormfs, min. sg=0.551 Edge of Block or Edge of Mortar Joint into Face Shell of Tropical Walnut lcofiniono estreUensis, min s9=0.681 Block. 8. Designation "X" Stands for a Single Operable Panel. 10. Installation Anchors Shall be Installed in Accordance Designation "XX' Stands for a Double Operable With Anchor Manufacturer's Installation Instructions. Panel [One Active, the Other Inactive]. Anchors Shall not be Used in Substrates With Strengths Less than the Minimum Strength Specified by the Anchor 9. Compliance with Egress Requirements of this Door Manufacturer, nor in Substraiestivith Properties Lower Shall be Reviewed by the Authority Having Than the Minimums Specified in Note 12 This Sheet. Jurisdiction. 11. Hinges Each Hinge Shall be Installed with (4) # 12 Wood 10. Custom Sizes and Designs Outside the Scope of this Screws from Hinge -to -Door, (3) # 12 Wood Screws from NOA are Available by Request, and Must Follow the Hinge -to -Frame, and (1) Installation Anchor from Hinge .Procedures Outlined Above in Notes 4 and 5, as Through Frame into Substrate with Appropriate Applicable. Embedment, Edge Distance, and Anchor Type. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 6 GENERAL and INSTALLATION NOTES 2 6 ELEVATIONS.and'ANCHOR LAYOUTS (1) 3 6 ELEVATIONS and ANCHOR LAYOUTS (2) 4 6 ELEVATIONS and ANCHOR LAYOUTS (3) 5 6 ELEVATIONS and ANCHOR LAYOUTS (4) 6 6 VERTICAL SECTIONS 7 6 HORIZONTAL SECTIONS 8 6 DOOR PANEL SECTIONS 9 6 COMPONENTS and BILL OF MATERIALS 10 6 CORNER SECTIONS and PANEL DETAIL 11 6 LOCKING HARDWARE DETAILS (1) 12 6 LOCKING HARDWARE DETAILS (2) 13 6 QUALIFIED PANEL CONFIGURATIONS DESIGN PRESSURE RATING Design Pressure - All Sizes Missile Impact Rating +70 psf, -70 psf W/ Water Infiltration Required Large and Small Missile Impact Rated W/O Water Infiltration Required 12. Installation Anchor Capacities are Based on Substrate Materials with the Following Properties: Wood minimum specific gravity of 0.55. Concrete minimum compressive strength of 2,846 psi. Masonry conformance to ASTM C-90, Grade S or M. net Fc min = 1,924 psi, and Grout Conforming to ASTM C-476 with min f'g = 2000 psi. Steel min. yield strength of 33 ksi. min. wall thickness of 60 mils. (16 go, or 0.060 in.) o Ln z -0 N O�N Z o O U Oft Q a 00 g o— p w -o m \0�2 C UC ae L" 800. a0 c u v �;Qr o a a• mo d8 EEj N N C3 g E of EEC F Z Uf ccU od Om W 1�11 W cLu W W P w of = Q Q r a O .- N ch h .0 O Z. .. �..••.cv co Qr (h • • OZ 0 •0 J d Ll_. - n . • •� • .�.. U:a o 0 LU •Q •� •IP O > it QW�Q C�a,� W'J tea. 'Lonz Z Z 0 o� 0 .� `'a3 • boo Aluminum min.6063-T6 min. wall thickness of 0.125 in. Product -Approved Structural Mullion Only IF 1 �. All Substrates Shall be Designed by Others to Adequately Transfer JUN 2 6 2014 Applied Loads and Shall be Reviewed by the Building Official. i i '•BEN• '. ".MlXfREY`SfYF , �� rkODUCT klVVINED % as P [ at eompryt sWO the Flortdr. No 50049 11""nr, Cods wUr the Flortds Budding Code * ' •' AocepUnce No I �(� Aceeptaxee Na / �ZZ b'OcP FA MrtiM Date 21 Aenp:" ►S'G4r3.1 l Beptrnttw D.re uw r Sf~ h v�� a—T Zcz : S TAT E OF f rU 101,91110141 Con" Prvfioet Coet)vl ��i�ssC O R %•' A ��N;s��` ', d Max. Unit Width 74.50" Max. Unit Width 74.50" Z 4.50" Max. ` 3 ' Z o 1.„ Max. Panel from 0 Width 36.00" L Comer 6" 6° � u B C 10 ITYp 1 3„ 3" 9.00" Max. -6v Uj o/c (Typ) m � a 11 6 6 w c' _2 010 o (') d N - A 200" Max. 0 $ E L from W — CL N Comer 8 o g S See Surface Bolt and c Max Height it ITYN Cluster of a o Flush Bolt Details Below o m m c$ a s C Five (5j 122.W' 33.50" M o e E 1< c Max. Unit Anchors z o 8� L) f U I U! u FG Height When Installation Substrate 2 m I I I W Max. Panel 7 7 122.0Y' ease PlSee Important Is Grout -Filled CMU, > Height Anchors, Including Cluster Note on Sheet 12 a a a 120.09' Concerning Strike o ? a Anchors Shall be Spaced g INACTIVE No Closer Than 4" o/c. Plate Anchors a z � a r> v Ln o 35.W' Cluster of • • • • •� 12.00" Max, ive (5) �' • • • o/c (Typ.) Anchors z••+.I • N 41.25" Installation Anchor Q ud• •e � O 31.50" (see Installation O �: •� » ._'� Notes and # •6 E '� 35.75" Applicable Sections a 3 W on Sheets 6 and 7) _ � a Typ. C fik ' • Q j .d • 12.59' IWuuc r RmSED a w Q W'_ ss�oEn10110" with the Florida tL J (I)O 11 A "taDuc f "Vtft" — J �Iis �Ce O y 7 '� W K ELEVATION 6 0 =8as :"'"'`` F'°"�` ANCHOR LAYOUT `''� �`N-�"��� 10 AsceN•-0122.16 �ct w Q EXTERIOR VIEW (XX) �e zt, ptirari th+�r roder1 i uaear,! ?� LO s . Sb+Q STANDARD LOCK OPTION N Q °` y - C mum C'0"O 4 ELEVATION Inactive Active Inactive EXTERIOR VIEW {XX) MULTI -POINT LOCK OPTION Please See important 13 13 122" Max See Details on Sheet 11. Note on Sheet 12 , Concerning Strike Including Shoot Bolt Plate Anchors 11 f 11 Engagement JUN 2 6 2014 11 DOUBLE OUTSWING DOOR. .,����'�`�lv�•�`�9'% • Square Top Panel Configuration Shown. t.W' Bolt Engagement r'ItA�Ut:rMtiaft D �'• No 50049 ; • Other Allowed Configurations are Shown Into Frame CUT --AWAY � "� �'°`�'` - *' on Sheet 13. A-"*meN• 1u •05 • - or Left -Hand Active SURFACE BOLT DETAIL FLUSH BOLT DETAIL �� �':• STATE of Esther Right -Hand p , t�. Panel. w - ;.� •'� Located at Top and Bottom of Located at Top and Bottom of f �,�F •• < O .. 10.�' O� • Outswing Only. Each Active and Inactive Panel Inactive Panel (at Stile Edge) 74.5" Max I ';SS'/ ........ '•S?` �, ONA� • I � (Interior Side of Panel) See Details on Sheet 11 rit r r t t �t� �±I000*0 G -O Max. Unit Width 74.5G' o o Z o Max. Unit Width 74.59' ; 2 N p 4.50" Max w a� c 3 Max. Panel from O z U X Width 36.00" Comer 6" 6.. (� H o o ' 0 w T 3„ 3" 9.00" Max. �, � m � \—o�2 I YP•) ��o/c FYN U_ ° 6 6 L "; a80�,2.00" Max.°5 a° 7.50" from m � 13 Comer `o_� a•�Y See Surface Bolt and (TYP•) Cluster of o E 8 E E � ° E Flush Bolt Details Sheet 2 Five (5) ,� g; o 0 0 0 33.59' Anchors Z S0 Ul u. Max. Unit Max. Unit O m W Height \ Forr G Height When installation Substrate 122 00" 7 7 122.00" is Grout-Fllled CMU, Please See Important LU m s s Q c / \ Anchors, Including Cluster Note on Sheet 12 °C o a Anchors Shall be Spaced Concerning Strike Height INACTIVE ACTIVE No Closer Than 4" a/c. Plate Anchors z° Max. Panel N V) v n o 120.00" H ...1r1 Cluster of tr 35.'W' $ 12.00" Max. ive (5) O �,. • •: .. •.� o/c (Typ.) Anchors 0 04 '�• • co \ 1 i �i •0 13 41.25' (seelinstallnsfalf ation iionhor O+•O - ECm •>— 31.50" Notes and �: � a,' Q \ / 35.75" Applicable 3.CU' on Sheets 6 and 7) Sections CL Q N ' '�""'� ' > .Q�0 12.50.. � > W Q �_ ru�rt. > o U — f ss ar.1.E wilt tYe Fi�iip y '� W 11 6LQ ftft -11 z Z a ELEVATION ANCHOR LAYOUT N S� EXTERIOR VIEW (XX) 1 H oil STANDARD LOCK OPTION Q V A ftODUfr P —� O REV1 O 4. W.O t fiemki C04�.ttt► tw FT. Ateeptiece No I,S ENk+u.N o+re r 122" Max. I 14 , � 15 Please See Important dv S • ��a� Note on Sheet 12 JUN 2 5 2014 I Concerning Strike � s�Urutrti I I Plate Anchors MIL DOUBLE OUTSWING DOOR. 12 ��`',�•�;P•�cN3'�G'F'�, • Square -Top Panel Configuration Shown. I rrtat)UC7 kiV1M No 50049.••'� • Other Allowed Configurations are Shown 2 Q ELEVATION nCOOPWORwith the F7o & : * r' on Sheet 13. i RuklEXTERIOR VIEW (XX) Aecep mcc Cedm. (- Zz •OS • Either Right -Hand or Left -Hand Active g � Panel. MULTI -POINT LOCK OPTION Er "H°' o.�e G9 STATE OF Inactive I Active See Details on Sheet 11, (A L�ti�r� %�T'•.� Outswing Only, M�i.t hM4e',..Ai+ri .,F '• O R ��•''C?��`� including Shoot Bolt I+--- 74.5" Max —►� Engagement �'�sis1ON Al% .��� Max. Unit Width 74.50" Max. Panel Width 36.00" B C 11 6 A 6 Max. Unit 01\ \ Height 122.09' H 8 0 INACTIVE ACTIVE See Surface Bolt and Flush Bolt Details Sheet 2 F© �© IN 31.59' D F.Y G 8 7 7 1 + 31.59' 41.25" \ / 35.76' 12.5Y' Im 44 I K 11 Q ELEVATION i0 EXTERIOR VIEW (XX) 122 DOUBLE OUTSWING DOOR. • Round -Top Panels Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand Active Panel. • Outswing Only. Max. Unit Height 122.0W Max. Panel Height 120.00" �- 74.5" Max --� 12.00" Max. o/c (TYP-) 2.W' Max. from Corner (TYp•) Max. Unit Width 74.50" 6„ 6" 3" 3" When Installation Substrate Is Grout -Filled CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer Than 4" o/c. ANCHOR LAYOUT Please See Important Note on Sheet 12 Concerning Strike Plate Anchors a ELEVATION EXTERIOR VIEW (XX) MULTI -POINT LOCK OPTION See Details on Sheet 11, Including Shoot Bolt Engagement - o �TC LO � z N ZO 0 ram# m`d< =U. 30 ax rO•L)z U` A w QN m o' q -g C w (Y� O 9.W' Max. E'rf .� h o/c (TYp.) c Ln UU �aa C m ems`�Q m �_Clusterof a om o m8 �- ors m� 0 0 E° Y.0 0° 1 `a AnchFive y d a D a a �U<<cg!`uuVcGd m W W W Yl Oz W oe 3.pp N (TYP) o MODUC f REYI6ED ar complying with tre nwi& bmtding Code Aarptance No - l 22.1 L E,plritiw Date_ % I I i I ->_t Please See Important Note on Sheet 12 Concerning Strike Plate Anchors Cluster of Five (5) Anchors Installation Anchor (see Installation Notes and Applicable Sections on Sheets 6 and 7) *R0DUCrjMVM 6—,, w*A* l ww a No a (1ct O Ir-' . • n ...,M 0 j_.•:04 .�. . ••M M F 0 ti!• •0 M • � •_ p W fJ..G�ti o•Q •o •W Q 3: Q • fL Iu.I _j a) -C _ 0 C) J U W X Z Z w Z Q LLJ C) � s4'p . r 4 a •�., n,M► �„e, 44 ` 1 JUN 2 b 2014 tttrr"b rHODUCT kr'vibED Y eenmplyfng wkb toe Noridt NO 50049 ' * •• Belding Code Aee•ptaaeeNo 4S u�1 oS E� I ntlo• Date p S TAT E OF '. tj� i t�s R Oede Ehs�ld Max. Unit Width 37.75" See Surface Bolt Detail Below Max_ Unit Height 122.00' ELEVATION EXTERIOR VIEW (X) SINGLE OUTSWING DOOR. • Single Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand. • Outswing Only. 122" Mc Max. Panel Width 36.00" L B C 10 6 6 7.50" \ 33.50" 0 \ Far G 7 7 7 ACTIVE 35.00" 12 =I.'M 12.50" Please See Important Note on Sheet 12 Concerning Strike Plate Anchors a ELEVATION EXTERIOR VIEW (X) MULTI -POINT LOCK OPTION A: 5-POINT LOCK See Details on Sheet 11 Including Shoot Bolt Engagement --_j 37.75" Max �_ Ma Hi 12 Max. Unit 4.50" Max. Width 37.75" from Comer fTvn 1 i 122" t ANCHOR LAYOUT 9.W' Max. (TYp•) When Installation Substrate Is Grout-Pllied CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer than 4" o/c. Please See Important Note on Sheet 12 Concerning Strike Plate Anchors Installation Anchor (see Insfollafion Notes and Applicable Sections on Sheets 6 and 7) 1.00" Bolt Er Into F Please See Important Note on Sheet 12 Concerning Strike Plate Anchors Q ELEVATION EXTERIOR VIEW (X) MULTI -POINT LOCK OPTION B: 3-POINT LOCK with SURFACE BOLTS See Details on Sheet I 1 --_� 37.75" Max �_- lR�Di1C1' (tEY� 0 COMP14Wkh at FbeW: ladding Cak Aweptsuce No I Ss- 61 V •16 Espiretiea 9ete��„(�,� Woe RAdr Y awd cm "00VC F REVISED CM CO With The Floridz AceeWenee No —6 / ,�/ Papirmift Dote l7 wt , . C�� J. red" Conww SINGLE DOOR SURFACE BOLT DETAIL Localed at Top and Bottom of Active Panel L N O ( ` -0 �z u >oao (' c 3 Z O Q� J =tU QX 2 u X ,h VN °mo. �w -0 o m N a ^\15�) h °'W CLtH c K. k }�^�j� a U LL 4 MCI EE L .° CI {z C O ° �� e A QQOO H a' to Z U bo 5 �U os UI E os UX-0UU vT E� ° E° U• O mUj w 5 Q Q K (D47 O ^ a Y •- -- N n I to `O O •• O • Ck C] `� p•G J..0 O...�; .• Q . •Q. O • O�.tt LU �• > Q •0 0 -C `> `" .. W = -1 U W U� u� � Z Z ,.,5 z Q V 0 to, P 0.1 -r3 JOQ (interior Side of Panel) JUN 2 5 2014 I ,`1tilrettr7/I t'IcdutlCTkjcVt>it&D No 50049 :* a• ew'Iyke wft at f7orids � * : :• �tple+IM �, S TAT E OF AN �. Caulk Between Concrete/Masonry & 2" x PT Wood Buck by Others 2X Wood Buck BY Others (see General Note 3, Sheet 1) Exterior Finish By Others Max. Door Height 122.W' Max. Door Height 122A0" Perimeter Caulk By Others EXTERIOR Concrete/Masonry # N a Z t:'Minimum By Others u , o Edge Distance #14 Hllti Kwlk Flex Self -Tapping c o i� N �I C Z o o • ; • . d ; :: Screw Installation Anchor (0.2 = e cat Q a _ + z h� oc LU d: .oQ .. . _•__ - _ r Y."Maximum t/Z'Minimum [•�I ` °\!O�_ = E , ' '= Embedment Shim Space Steel Stud Framing By Others V m $ 0 `; ;....: ;•:•;... i „ !1 Minimum ui a #14 Hilti Kwlk Flex Self -Tapping Edge Distance (See Installation Note 6 & I I Screw Installation Anchor (D) and Gen. Note 2, Sheet 1) a o I m By Others O = Q.3 • = E o . 2 c.° m a ° ° ° c$$m ° 4 u..22 F Sheathing 3 Threads Min. Penetration u°_£ E E Y= E E <` m I" Bolt = r Beyond Steel Structure z o BUJ a° u _ $ u g g 3 Engagement Exterior Finish By Others m W w A" Maximum LU M Perimeter Caulk Shim Space By Others o m 1 INTERIOR Door Panel and Hardware Omitted for o N M v n d Clarily (See Vertical Section B on This 3 Z Sheet for Applicable Details) See Panel Detail (Sheet 10) Max. g VERTICAL SECTION Panel 6 HEAD - z' X PT rOOD BUCK SHOWN Height 120.00" GVTC01/10 See Panel Detail (A F___ /-,X (Sheet 10) INTERIOR 1" Boll Engagement Perimeter Caulk �: �: ; '' d• ;� , •°..• 1%4'Min. f By Others d ,. �• ' d . Embedment Concrete/Masonry By •• i - d e -' Others , /" ELCO "UltraCon" 2/" Min. Installation Anchor A VERTICAL RT I C A L SECTION Edge Distance 6 SILL- CONCRETE SHOWN Caulk Between Concrete/Masonry & 1" x PT Wood Buck by Others Concrete/Masonry By Others I x Wood Buck By Others (see General Note 3, Sheet 1) X" Max Shim Space EXTERIOR Exterior Finish By Others ---- Perimeter Caulk By Others INTERIOR C VERTICAL SECTION 6 HEAD - STEEL STUD FRAME SHOWN EXTERIOR 21/2" Minimum Edge Distance in Concrete Y4' ELCO "UllraCon" "• Installation Anchor • '"% 1Yj'Minimum Embedment 7."Maximum ` r Shim Space 0 2 • �o in W tt7 to • v M . 0 .Amp.. LU 40 •1• tll • LU Q . . 0 h > o I�G to Z LU Z_, a • Ski H � �Jti y =a / / A Door Panel and Hardware Omilled for Clarify (See Vertical Section B on This INTERIOR Sheet for Applicable Details} E L� g VERTICAL SECTION 6 HEAD - 1" X PT WOOD BUCK SHOWN PMDVC P REV1II11111O US a.pq Wkh the PAif�' . `*& Aamptiace No Eapi IrNlio Dote�_ 11 Tl4 11 \ j PRO.DUC t REVISED M COMP1*9with the FMridabukling Code Amptaaee No 'D Aho b" Defe (� I h krya— M%>04Pmdaa Cam" JUN 2 5 2014 ����ttutrrrf��� I. MEL6, ����� f RODUCTk9VIJ%D •'� : N o 5004 9 to eompylad ash thaawhu guiding Code * ; •• AceepbNe fio /�- 2Z 4.05 �s ��� PI .•�: �1SO: STATE OF �llnnl iDn rr%trit! "I�(<` • a4 O R 10 P, N rrrrtttsttitst 1%2' Minimum Embedment 7' x Wood Framing by Others #14 Hilti Kwik Flex Self -Tapping Screw Installation Anchor %a" Maximum Shim Space See Panel Detail (Sheet 10) Sheathing by Olhers 10 See Panel Detail EXTERIOR (Sheet 10) Exterior Finish 9 by Others Perimeter Couik inimum Max. Frame Width 74.50" by Others Edge Distance F HORIZONTAL SECTION 7 JAMB 7' X PT WOOD FRAMING SHOWN I%Z" Minimum Embedment 2" x Wood Framing by Others #14 Hlitl Kwik Flex Self -Tapping Screw Installation Anchor Sheathings` by Others Exterior Finish by Others PerimelerCaulk %"Minimum by Others Edge Distance %'Maximum Shim Space INTERIOR See Panel Detail (Sheet 10) to EXTERIOR Max. Frame Width 37.75' O HORIZONTAL SECTION 7 SINGLE DOOR (X) JAMB at LOCK STILE Z' X PT WOOD FRAMING SHOWN %4'Maximum 0 10 a Z Shim Space �o 4' ELCO "UltraCon" iy'i c ° N z o Installation Anchor I-Y'Minimum Embedment �� o OZ =-U �o m N Pin =` LU Concrete/Grout Filled o 0 INTERIOR 3 Masonry by Others ;`I .b y C r--' m $ ph N 4 I'Sc Wood Buck by Others (� U d h (see General Note 3, o 10 I $ Sheet 1) o u� aD aD °§ aso 0 . V a.� * 0 t7 0$ O O 6 c a t Caulk Between Concrete/ m E E E E y E E o Grout Filled Masonry & 1" x z au' u° 1 8 g u u f u d Q' PT Wood Buck by Others O m W W W N a Q V'Minimum Edge Distance Exterior Finish Z EXTERIOR By Others Perimeter Caulk O ' •K�. • By Others . • ; • Z • 10 • • Max. Frame Width 74.50" 0 FA•;••(N •d •••• • ••� i•�• ••••• G HORIZONTAL SECTION o•G 0� ••,•� •, ••;••. L•'— • JAMB E 7 1" x PT WOOD BUCK and CONCRETE/MASONRY SHOWN W�; • • •� • Qt, Q .Q :••••: FWbuc r • "!IV • d compWog bnldi tzsce N f R y 'j ►� O Aeceptaiee Ns1� `V E'pntiw Ostc j,(}.2.� Z XLU Z = 11 �rVGsaldi~ - �Md 0 Lo '.`1� S�rO I....; r MI)UCt' REVI"m O Q via.. Wo.0 S�°op�Iss wllh tie iF7orida �tMr11w DRte J 1 A � �0i pikow"k&MLD No 50049 Aets>�sn 11. - 2Z • p Eirkstlo� Orr •' STATE OF 4tj� y• `, dDsdI San Crfirl iSrs .•.,•• �i,� �tillN AIj E %%%% 18 ga. X 1.50" Brad Nails & Adhesive INACTIVE See Panel Detail (Sheet 101 ACTIVE EXTERIOR H HORIZONTAL SECTION 8 ASTRAGAL 1%" Minimum Embedment 2"x Wood Framing by Others #14 Mill Kwik Flex Self -Tapping Screw Installation Anchor by Olhers Exterior Finish by Others Perimeter Caulk -/ %Minimum by Others Edge Distance Y/ ;' Maximum Shim Space INTERIOR , I r See Panel Detail 1 (Sheet 10) Min. 1.750" Min EXTERIOR \\� 2 5W' See Panel Detail (Sheet 10) INTERIOR See Panel Detail (Sheet 10) p VERTICAL SECTION 8 MIDRAIL RAISED PANEL See Panel Detail 1 (Sheet 10) 5 INTERIOR EXTERIOR i See Detail 1 (Sheet 10) I HORIZONTAL SECTION 8 RAISED PANEUMIDSTILE (INACTIVE PANEL) Mi50DUC f talyt sa oany4ft V4* AO ftft huming Cam AcceptaaeeNo 1 7-7- Expindw mote��[yI ZC1, 6rsir- PRODUC P ffevism) The F19 ft 4Y Code �01 Ilr ISG�_ i i ♦ i O r ;y Cj N N v7� TA Z-0 ,^ V � L C Z O v J ¢ =U Y 3C, �X bI� �m�-- w t7 w= $r4 o�Y) 8E �00 f LLl d - c Q. G m c°`G m O c U V y � Do �V EE U� E� EE � �U E• Eon°c L) `c� Ui Z O U1 m 1 W W O L W m � Q trHODUCr k1WIM a Ns An 1Hb tie libel# Ate,0 w jN _ 22 -0 S AteglaNa Ib 61pintla. waft gfull CoN+:i Oz•• .... . •%a O , • • Vi.••.M X 0 t/�• M U1. ... • • • Li- Uj 0 F..••O 'E .0 ...... • _O a W Lu cf •d aj • Q a LU O o ..O O� H — tn �,Lz Z O � ti a J O 3 0 JUN 2 5 2014 'ss1ttrtrttr1f��t MEQ. 10 No 50049 y 'Sy STATE OF �,� • Al O R 1� / "N AL E�, %% ffirtttttt�� BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL (See Note) MANUFACTURER 1 PANEL RAIL/STILE Mahogany Exclusive Wood Doors 3 HEAD & JAMB Mahogany Exclusive Wood Doors 4 SILL (3-PIECE) Mahogany and AI 6063-T5 Exclusive Wood Doors 5 MIDRAIL/MIDSTILE Mahogany Exclusive Wood Doors 6 ASTRAGAL Mahogany Exclusive Wood Doors 7 DOOR SWEEP Polyurethane Afco 8 9 COMPRESSION WEATHERSTRIP 41/2' x 4YV BUTT HINGE Urethane Foam 12 ga. Steel Q-Lon Penrod 10 RAISED PANEL Mahogany with Plywood Core Exclusive Wood Doors 11 SURFACE BOLTS W/ STRIKE PLATE Stainless Steel Deltano 12 ENTRY LATCH & DEADBOLT Hardened Steel Kwikset 13 INACTIVE STILE FLUSH BOLTS Hardened Steel Penrod 14 TWO -POINT LOCK For INACTIVE STILE Hardened Steel Trilennium 15 FIVE -PT LOCK FOR ACTIVE STILE Hardened Steel Trilennium 16 THREE -PT LOCK For SINGLE DOOR Hardened Steel Trilennium QHEAD AND JAMB Mahogany GSILL (3 PIECES) Mahogany/AI 6063-T5 4.562" � � 5.825" 0.720" 1.220" 1.500" 0.546" OCOMPRESSION WEATHERSTRIP Urethane Foam IFL 0.688" 0.550" DOOR SWEEP Polyurethane OBUTT HINGE 12 ga Steel %— 4.50" 2.50" O O O O 0 RAISED PANEL Mahogany with Plywood Core (See Panel Detail 1, Sheet 10) 1 0.5w T� NOTE, All "Mahogany" To be one of the Following Materials: 1. Mara Macho (cedrelingo cateneaformis); s.g. =0.55; Emin = 1,441 ksi; MOR =9,865 psi. 2. Tropical Walnut (cariniona estrellensis); s.g. =0.68; Emin = 1,520 ksi: MOR = 12,032 psi. Data Referenced from CADEFOR. All s.g. data given at 12% moisture content. OMIDRAIL/MIDSTILE Mahogany 0`� 1.750" SEE SHEETS 11 AND 12 FOR ITEMS 13-16 ASTRAGAL Mahogany 1.759' 3.331" 1 --� �--- 0.625' OPANEL RAIL/STILE Mahogany 1.759' 6.009' j) SURFACE BOLTS Stainless Steel Surface Boll Strike Plate �- — 3.000" L] 0.750" 2.000' IRODUCY aE11llill1111111111 with the illodh IZZ. r c 9-L PRODUC r REVISM an emapbhs with tw Flom& 6>yDtlWr Date/ Et. hWA-d DnN Prodset Co>ttroll MOSUCi kicMW rOMIUMM wM the Florida �^ o g Z Ism 3� mWQ o 3 u U 0 X N a ro W rn W� P 1 —0 o � a w U C a o . t o. ,n o Ug$�•o3` s, ID u ° C E E E Q E N N �� 0° 09 gg -9 Z p Suu1u5�c�31L) 11 0 -5u7 u7 w w I W LU CM 99 Oz • . • • •....• .•. .� � •2 o I......cV , r Q44. s....(7 •C rh o.a • 1f1 W 3::U •8' D OR > �a'•.0 Q MOM• Q . a O", W _j (D } �0 O H ' Um Z I;z W OO 4$ s�'p 1y- ce O O 'J v...100� -, mProdarl C°°"ro1 JUN 2 Fi 2014 1111 U r 11, 11 me No 50049 -� '� 0� STATE 0. .o ,�' � P, 1C"; x u z v Z L � O U co L Q Q Cr W ° i VI a Q w0, �o°o (3) #8 x 2.50" ° 3 EXTERIOR E"" i a a0 '— P.F.H. Screw ' Qi ` $ E m W Wood Dowels TITEBOND II 3 Wood Glue o 8 a•, 8 e o G Q oum` c ns i 04 <F o (2)5/8"x5' Wood Dowels INTERIOR u oQ E£L'x EE�� z o $� $ 3 a Oy m w W CORNER SECTION FRAME TOP ASSEMBLY 2 5/8"x6' () II TITEBONDRECTANGULAR Wood Glue Wood N CORNER SECTION Wood Dowels CURVED PANEL TOP ASSEMBLY, TYP, 0 z° � N � v � .o (3) #8 x 2.50' INTERIOR P.F.H. Screw o INTERIOR GC •••• • s. O O0 VL • co ° 4 Wood Dowels Gee• -+•e E �"�'••0 EXTERIOR 1 (3) 1"x 0.25' Corrugated Staples •� B V•r� = •� • v EXTERIOR ° :W � •�' �_ , _b ° ° TITEBOND II Wood Glue Q 3 Q •N • CORNER SECTION K CORNER SECTION (2) 3/8" x 5" Wood Dowels �- J N � O y N op ad(' � to� � p ,J 1 O FRAME BOTTOM ASSEMBLY 1 O TOP/BOTTOM PANEL ASSEMBLY, TYP. EXTERIOR INTERIOR Z C Z U D, ti 1.75"o.A.Raised Panel M CORNER SECTION a q Consisting of: 1 CURVED FRAME TOP ASSEMBLY, TYP. 5/8" Mahogany 10 1 /2" Plywood 5/8" Mahogany��� \ ■ wft Elie F7wi& hamawe EXTERIOR ��1 INTERIOR E:t>I.�me li�/` JUN 2 6 2014 I 5/8" d• SG.� �, v ���sEr��rriE,�� PRbDUC t REVIM 0 5a, ascomoomw111sED! mod" rReDUCT k9VRAIM bakft Cob No 50049 g*Wv �o lutes / �mco"aa No ZZ •pCj y itcc z PANEL DETAIL l s ti �� K� B%pinHw Dr1e �0 :•• S TAT E OF :: UJ M►AW Iklt nW CO2bo1 liy �— ;,'��•�� O A � O P'� \��•` OPAQUE RAISED PANELSS ••••••• aC`��. ��., ;ON • .Goes• ..... .oe:• .•eoe• •00000 1 le•o•G / • 1y; ITEM 13 FLUSH BOLT Located at Top and Bottom Of Inaclive Door Lock Stile to secure Inactive Door During Normal Use_ NOT A SUBSIRUTE FOR SURFACE BOLTS ITEM 14 TRILENNIUMO Model 3020 Two-Poinl Lock for Double Door Inaclive Stile BACK VIEW SIDE VIEW 7% ITEM 1� TRILENNIUMO Model 3500 Five -Point Lock for Double Door Active Stile I" Throw 1"Throw Shoot Bolt Shoot Bolt 10 C4 Keeper _J V 1"Thow Dead Bolt 12314 Max. jAdjusfabte) ITEM 16 TRILENNIUMO Model 3000 Three -Point Lock for Single Door Perimeter Caulk By Others 1" Bolt Engagement T Shoot Bolt Pocket (Mortised into Buck or Substrate as Necessary) 1"x2YA"x0.06' Shoot Bolt Strike Plate Shoot Bolt with 1" Throw 1" Wide Face Plate 1" Wide Face Plate 1"Thow Shoot Bolt with V Throw Dead Bolt 1 " x 21/4" x 0.06" Shoot Bolt Strike Plate _I I Shoot Bolt Pocket (Mortised X LO LO into Substrate as Necessary) a N 1" Thow Dead Bolt I `9 Keeper Cl) 1"Thow I I �{ Dead Bolt 1 " Throw 1 " Throw Shoot bolt _ FShoot Bolt Cn 2" x Wood Buck by Others (see General Note 3, Sheet 1) # 14 Hilti-Kwik-Flex Self -Tapping Screw Installation Anchor (ly" min embed., 3/4"min. ED in Wood) Y." Maximum Shim Space S 1W© U MULTI -POINT HARDWARE SHOOT BOLT DETAIL Installation info 2"x Buck and Concrete Shown. Other Substrates and Appropriate Installation Anchors Shall Apply Also. O i e a d• A 1" Bolt VDead Thow Engagement a.• A a Bo Bolt NPerimeter Caulk by Others Please See Important Note on Sheet 12 Concerning Strike Plate Anchors Concrete/Masonry by Others PR UC f REVMI) °O pb*1*4 the Flodd, 1"Thow y"ELCO"UltraCon" Amptina-DV/3•// Dead Boll Installation AnchoraDrte J� (13/" min embed., 2Y2- b f !? r min. ED in Concrete)>•tF Coates MEODUC f REVINW D �mykg with lire ".'W A ' ^ o �y"J Z-0 I U N t # Z N J C� Q p 3 OZ =q QD r 1"l N O( a r/ Q W U - LLg4 a ].� �� a)N a iT�� c)E� N Vw ^aa N r— $Q iiD c ; o 14 U°@ 0 V E E£ E HS 30 =c ug E 81 U a Z U C O S5 > = W- eC A P Y N � a •O .p Z N C7 lad . ... .... • • Q � ••• N 93 d. O{�� • J •i�+ • 0•"' :>X- � 40(J v W A Q Q -A0) -C 0—A U 0yD� Z: O J� 'VOP --r—ace (VB►�I Eapirttiaa Date ) •L °' '! A ° • ' JUN 2 6 2014 rrtouUCT kKVWIED : No 50049 om W epWas whb tt►e Flo" Brtdiag CodeAtcWtamm * '• t><pirslloa Mo ^ Z u • 6 � �• STATE OF �Yaad Dade' y ,�'0�6` •A'� O R l'D P O N AL /11111111111itA INTERIOR EXTERIOR Handlesel (Inocrive Panel) (Deadboll - 3 Localions) [Wkeplate) (Shoolboll) INACTIVE See Panel Detail (Sheet 10) Handlesel (Active Panel) R HORIZONTAL SECTION qv MULTI-PONT LOCK OPTION "Maximum Shim Space 3 INTERIOR 4. 1.938" 1.125" 000" 1.75Y' m DEADBOLT STRIKE PLATE Face View 3.563" r 0.969" F--- 0.438" k �— 3.000" 0.75W 2.000" [— SURFACE BOLT STRIKE PLATE Exploded View 0.625" I DOUBLE SHOOTBOLT STRIKE PLATE Face View 4" Maximum Shim Space I See 10 �\�ee Pan) Detai!I\/I I Handlesel ndll Hondlesel S Shoot Bolt Pocket) 15 (Shoolboll - 2 ocaL lions) j 0 (Mortised Into Buck or Substrate as Necessary) 15 ISIAkeplate-3 Localions) EXTERIOR 15 (Deadbolt - 3 Localions) P HORIZONTAL SECTION 1 SINGLE DOOR MULTIPOINT LOCK OPTION A See Detail 0 Sheet 7 Installation 2.250" 0.438" ® ❑ ® 0.625" 1.000" SHOOTBOLT STRIKE PLATE Face View IMPORTANT NOTE CONCERNING STRIKE PLATE INSTALLATION At Each Frame -Mounted Strike Plate, Whether at the Head, the Sill, or the Lock Jamb for a Single Door, at Least ONE INSTALLATION ANCHOR, of the Same Size and Type as Used to Anchor the Frame Shall Also Secure the Strike Plate, Through the Frame and Embed the Required Distance into the Substrate Beneath. In the Case of Concrete or Masonry Substrate, ONE Such Anchor Shall be So Employed. In the Case of Wood or Metal Substrate, TWO Such Anchors Shall be So Employed. These Anchors May be in Addition to Those Called -out for Frame Installation, or, in Cases Where Spacing Considerations Allow, Anchors May be the Some Anchors as Those Called -out for Frame Installation. Remaining Strike Plate Screw Holes Shall be Filled with #8 x %" FHWS to Secure Strike Plates to Jambs. INTERIOR Shoot Bolt Pocket -J v 10 (Mortised into Buck or Substrate as Necessary) 16 ISlnteplale-3Locolions) EXTERIOR 16 IDeadboll - 3 Locations) See Panel Detail (Sheet 10) Q HORIZONTAL SECTION qv SINGLE DOOR MULTIPOINT LOCK OPTION B See Detail O Sheet 7 for Installation "WOUC r REVIIB d cewptftg witb ft Fbdh kukNna Cade AeceptanceNo-G(2Z•�I� Eapirad w Date L. l �, =-111Iftme ! ees" •pRODUC P REVISIED �wtth. the F1ort�a 111dlhsC.od• .���!/ i, of I lti-- 71.C�yNJ� rodWt Control r1t01DL1CT 1NIVWD as«a./jyvlAOu111110Wo Awsp we Nor� g EApinda Ote , j.(_Lein KWW Dedpl0r drn Vl Z O t%f W ar �.[ o j r� "i V ", rn c .0 0 C U N ft N d > '0 'aa L Q i vU o � CO 00 U. p ab N n 8 0 a Z -0 Z 0 0 3Q Q� �x �w C a 00 Q Om c p c4 C AU V U u@ EE EE �ppG EaE p �U U U9 JU 0 Ua 14,5-1 ^ o a Q � c c7 v %n I �0 • • ••00 p� • • O 4:.. ,o Qr >0 t•Cj M O tW • __j .� • • t. .=•.a Uj Q CL J q) o Y O vi H � ►� U Zz LLI C) s�0 y� �~ O O fL JUN 2 5 2014 ,,`stistuM ttt1,��h ELCAti �v. .9 1e 10 No 50049 r 13'.. S TAT E OF00 ',1[► 36' Max. _ Wir d� i lh LIMITATIONS: 1. Surface V-Grooves Optional for both Flat and Raised Panels. 2. Min. Stile Size= 6.00" x 1.75' Min. Midsiile= 2.50" x 1.75' 3. Min. Rail Size= 6.00" x 1.75' Min. Midrail= 2.50" x 1.75" 4. All Elevations Shown Also Qualify any Oiher Custom Sizes Smaller than Tested Within FBC Allowed Limits. S. Allowable Configuratlons are "X'. and. "XX", Where 7' Represents on Operable Panel. MDi1C f QEVISED alll twpwn With the AamD a>tce No «-0 NOTE: Door Panels May be xvir"IftDMC40 Rectangular, Round, or Arch Top. tQ )4L_., I ZU 36' Max RECT. ROUND ROUND ARCH ARCH TOP TOP • TOP TOP MoDUCf R$y, Aptsaee No �S L�tf»e Dat- Byf, i MraJ�Pt= IKOOUCT kG V1&M M e•apiy x wllb The INN" d4 W1d6cCod, A4oee Ne /;/22y�0� Ezrirat4o. n.tq�� 4�II /� >��ac, ���h�i�td`• Y�rY lr'jd—.=4Lr_' T= 1 A N O Z -o J4t c� <r ZO v J � 0 X r_ Q 0 C�� °m �ma L'a a o m �c� 0 a co R^ UC g° tu a _ t p ?$ �o o aV o c�fo c8 u Z N o `o• ,Eg H.1 £E-c 902 £E:V 6� 02 AU 0 : w _ 5 k a • . .. . • 'o o "....Cq �,�.•. ; 'z • CIO O O •-€; � . ,- •,� W a go E c C .b. 0 >or- i Qw�Q =,Z P.L. J O �C'; O Z_ LbZ �r [u �o. 4� :.. -0 O .;�' WOW No 50049 93' STATE OF '•UJ '�: i OT' ,c P ; i <0 F10, ♦ • e,5 1O N A� tt�,`, sees •efts• •.•• • • sees•. . •. sees.. • sees.. sees.. sees sees.. sees. . sees sees. .. ...�.. . e • sees.. .. . •. .. . •..•.e ....e. sees.. •e . . •. . . sees .-HECO-MARTINEZ & ASSOC, LLC. SHOP DRAWIN"EVIEW "':CEPTIONS TAKEN E REJECTED ❑ COMAAENTS ❑ RE -SUBMIT ❑ 7TIONS OZ COASMENTS MADE ON SHOP DRAWINGS i THIS REVIEW DO NOT F AVE CONTRACTOR FROM i W:;NG WITH REqUMEWn OF THE PERMITTED DRAWNGS t. . ECIFICATM 111311MIG APPLICABLE MANUFACTURER S -ICATI & iillS CNCIL Q ONLY FOR GENERAL C: '^JRMMKE Wi W= CONCEPT AND GENERAL C-"''IANCE�� W THE CONTRACT D!' — ",.ENTS. 6 C29Q= FOR: CONFIRMING A-10 CORL;aM ALL QIiIANnM AND DIMENSIONS; SEECTING WN PIS AID TECHNIQUES OF CC';,TRUCT IL;'ri1IL1: Nis ILIM WITH TNAT OF ALL OTE2 TRADES AND 96109M 10 ILA a A SAFE AND SAT,ISFAdii At= THIS APPRIM OW OW OF TIM DOCU'IENT FOR flli>6[ MOOC EAQIM ISQUESTED HEREIN OR CI OUS 901155M 02 AS SFEMXALLY NOTED BY :UCTM CI TI11i MOM ANY OTHER MODIFICATION S DRAWING $Y THE CONTRACT104 OF PREVIOUSLY ") MATERIAL IS SPECIFICALLY DISAPPROVED. IT IS SOD THAT ENGINEERS NOTATION ON SUBMITTALS IS CE CONSTRUED AS AUTHORIZATION FOR ADDIT;CVAL